A rectangular canal is 5.2 m wide and 1.2 m in depth. The canal is laid on a uniform slope of 0.001 and roughness coefficient is 0.012. a. What savings in lining per meter length of canal could have been affected if the most efficient rectangular section were used for the same discharge and slope? b. What savings in earth excavation per meter length of canal could have been affected if the most efficient rectangular section were used for the same discharge and slope?
A rectangular canal is 5.2 m wide and 1.2 m in depth. The canal is laid on a uniform slope of 0.001 and roughness coefficient is 0.012. a. What savings in lining per meter length of canal could have been affected if the most efficient rectangular section were used for the same discharge and slope? b. What savings in earth excavation per meter length of canal could have been affected if the most efficient rectangular section were used for the same discharge and slope?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A rectangular canal is 5.2 m wide and 1.2 m in depth. The canal is laid on a uniform slope of
0.001 and roughness coefficient is 0.012.
a. What savings in lining per meter length of canal could have been affected if the most efficient
rectangular section were used for the same discharge and slope?
b. What savings in earth excavation per meter length of canal could have been affected if the
most efficient rectangular section were used for the same discharge and slope?
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